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HomeMy WebLinkAboutContract 61647Date Received: July 8, 2 024 Time Received: 10:00 a.m. Permit No.: SWFMA-22-0111 City Secretary No.: _6_1_64_7 _____ _ STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 8th day of _J_u_ly ___ _, by and between FW 820, LLC, a Texas limited liability company, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described a tract of land situated in the Anthony B. Conner Survey, Abstract No. 306, City of Fort Worth, Tarrant County, Texas according to the deed recorded in Instrument No. D222014220, Deed Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Majestic Silver Creek Addition Phase II, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 1 more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obli�ation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this Bth day of July 2024 ----------''----------- CITY OF FORT WORTH Dana Burghdoff Assistant City Manager City of Fort Worth Date: Jul 5, 2024 Approved as to Form and Legality: Matthew Murray Sr. Assistant City Attorney City Attorney's Office Date: Jul 3, 2024 ATTEST: Jannette S. Goodall City Secretary Date: Jul 8, 2024 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN LANDOWNER FW 820, LLC, a Texas limited liability company By: Majestic Silver Creek Investor, LLC, a Delaware limited liability company {�Ip. Its: Manager B��Its: Manager Date: _11_1:...._u__,_l _i-{ __ _ Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and repo1iing requirements. Rebecca Owen (Jul 3, 202416:51 CDT) Rebecca Owen Planning Manager Date: Jul 3, 2024 5 Janie Morales for the ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validit of that document. State of California county of Los Angeles � on �une 21, 2024 before me, Daniella Garcia, Notary Public (insert name and title of the officer) personally appeared Edward P. Roski Jr. , who proved to me on the basis of satisfactory evidence to be the person(-s-} whose name{�} is/a�e subscribed to the within instrument and acknowledged to me that he/��t-�� executed the same in his/i�µtf�e+� authorized capacity���-), and that by his/h�r-�t�i� signature{s� on the instrument the personEs}, or the entity upon behaif of which the person{-s} acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) D�NIELL.e G�RCIA Netary �ublic - C�lifornia � � • � Les Anseles Counry Commission 9 j329iU �� My Comm. Expires Jui 17, 2024 EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN I ao i '< li i — I �I z I I �� oF . 1 __ c I I L13 I � Im I In I �� I F v'a> ,, °��m an_ �o�.�o�s.v�.,es §z' ax.y e � i i i i i i ' �T g >g �y-. a'� L -a�� I z L = � i mp x I m. � L gl �; ol& II I i �� I I ii i� � � i o II II r o,l -_I_________ ��il� os'm9f =x��� i � °x�i '� Ilo� S� I � � � �� '' ��FwFi� ���Iv I `R� � pi 8� � I A� I e I X W � �� D ��� o� _zzO _ _ aF F N _ � _ m+9�v z ~ � oF �ps o_ 5� �i'AD - - s"^mm i .—_ �t-� �n f � � �F � , <�� �; m�Cm �mZ 7J i <(� i -Wi°°p 9 A p u e a m i �� m y y m �� � p � � A� ap� ' �`m"w vo0 ��> p� �5 od"�Paa``\�a�� °� �d� 5 � o iI � im - �sn i i i� i i i� vh i i i yv�m I I I I I I . 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Conner Survey, Abstract No. 306, City of Fort Worth, Tarrant County, Texas; said tract being part of Lots 1, 2& 4. Block 3, Majestic Silver Creek Addition, an addition to the City of Fort Worth according to the plat recorded in Instrument No. D223093603, Official Public Records, Tarrant County, Texas; said tract also being part of that tract of land described as "Tract 3" in Special Warranty Deed to FW 820, LLC recorded in Instrument No. D222014220 of said Official Public Records of Tarrant County, Texas; said tract being more particularly described as follows: TRACT 1 COMMENCING at a 3/4-inch iron rod found in the west right-of-way line of W Loop 820 North (a variable width right-of-way); said tract being the northeast corner of said "Tract 3"; said point also being in a curve to the left with a radius of 5,954.58 feet, a central angle of 00°32'30", and a chord bearing and distance of South 29°24'07" West, 56.28 feet; THENCE in a southwesterly direction with said curve to the left, an arc distance of 56.29 feet to a point; from said point a concrete TxDOT monument found at the end of said curve to the left bears in a southwesterly direction an arc length of 643.85 feet; THENCE North 60°52'08" West, departing the said west line of W Loop 820 North, a distance of 20.00 feet to the POINT OF BEGINNING at the beginning of a non-tangent curve to the left THENCE in a southerly direction, with said non-tangent curve to the left, having a radius of 5,974.58 feet, a central angle of 01°52'28", and a chord bearing and distance of South 28°11'38" West, 195.46 feet and an arc distance of 195.47 feet to a point for corner; THENCE South 28°12'57" West, a distance of 32.72 feet to a point for corner; THENCE North 64°37'58" West, a distance of 64.76 feet to a point for corner at the beginning of a non-tangent curve to the left; THENCE in a northerly direction, with said non-tangent curve to the left, having a radius of 145.66 feet, a central angle of 73°15'18", and a chord bearing and distance of North 31°34'54" West, 173.80 feet and an arc distance of 186.23 feet to a point for corner; THENCE North 00°03'06" East, a distance of 44.86 feet to a point for corner; THENCE South 89°56'54" East, a distance of 246.76 feet to a point for corner; THENCE South 28°37'36" East, a distance of 22.04 feet to the POINT OF BEGINNING and containing 32,234 square feet or 0.7400 acres of land, more or less. EXHIBIT ��A�� DRAINAGE EASEMENT ANTHONY B. CONNER SURVEY, ABSTRACT NO. 306 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS TRACT 2 BEGINNING at a 5/8-inch iron rod found for the southwest corner of said Lot 4; said point being in the north right-of-way line of Silver Creek Road (a variable width right-of-way); THENCE North 00°21'55" West, along the west line of said Lot 1, a distance of 391.12 feet to a 5/8-inch iron rod with cap stamped "KHA" found for corner; said point being the northwest corner of said Lot 4; THENCE North 31 °18'40" East, departing north line of said Lot 4, a distance of 71.25 feet to a point for corner; THENCE North 21 °30'40" East, a distance of 479.12 feet to a point for corner; said point being the beginning of a tangent curve to the right; THENCE in a northeasterly direction, with said tangent curve to the right, having a radius of 600.00 feet, a central angle of 36°20'13", and a chord bearing and distance of North 39°40'46" East, 374.18 feet and an arc distance of 380.52 feet to a point for corner; THENCE South 33°57'45" East, a distance of 128.58 feet to a point for corner; THENCE South 32°05'34" West, a distance of 113.42 feet to a point for corner; THENCE South 22°33'12" West, a distance of 664.73 feet to a point for corner; THENCE South 00°03'06" West, a distance of 369.99 feet to a point for corner in the north line of said Silver Creek Road County Road No. 1031; THENCE North 89°44'49" West, along the said north line of Silver Creek Road County Road No. 1031, a distance of 205.42 feet to the POINT OF BEGINNING and containing 236,948 square feet or 5.4396 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes & bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the subject tracts. MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billinqslevCc�kimlev-horn.com EXHIBIT "A" DRAINAGE EASEMENT ANTHONY B. CONNER SURVEY, ABSTRACT NO. 306 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 0°32'30" 5954.58' 56.29' S29°24'07"W 56.28' C2 1°52'28" 5974.58' 195.47' N28°11'38"E 195.46' C3 73°15'18" 145.66' 186.23' S31 °34'54"E 173.80' LOT 1, BLOCK 1 WHITE SETTLEMENT HIGH SCHOOL CAB. A, SL. 9928 L5 LOT 2, BLOCK 3 J MAJESTIC SILVER CREEK ADDITION P.O.C. / / � / � 3/4" IRF NORTH <� v o so � o0 � GRAPHIC SCALE IN FEET (INST. NO. D223093603) � P.�.B. TRACT 3 �� �� I FW 820, LLC (INST. NO. D222014220) TRACT 1 ��,.� LINE TABLE PRIVATE � �� DRAINAGE O p' NO. BEARING LENGTH � � � EASEMENT � v �\�,� L1 rv6o°52'os"w 20.00' 0.7400 ACRES 3 � �1/ � LEGEND 32,234 SQ. FT. O � � L2 S28°12'57"W 32.72' �- O� � L3 N64°37'58"W 64.76' k h n� 0= CENTRAL ANGLE t� M� ���v L4 N00°03'06"E 44.86' P.O.C. = POINT OF COMMENCING V� �� V� P.O.B. = POINT OF BEGINNING O��; ii" �� L5 S89°56'54"E 246.76' IRSC = 5/8" IRON ROD W/ "KHA" CAP SET � � � IRFC = IRON ROD W/CAP FOUND � L6 S28°37'36"E 22.04' CMF = CONCRETE MONUMENT FOUND NOTES Bearing system based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone (4202). metes & bounds description of even survey date herewith accompanies this survey plat. AI The undersigned, Registered Professional Land Surveyor, hereby certifies that this plat of survey accurately sets out the metes and bounds of the subject tracts. MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billinqslevCc�kimlev-horn.com EXHIBIT "A" DRAINAGE EASEMENT ANTHONY B. CONNER SURVEY, ABSTRACT NO. 306 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS � � � � � � � � � \ TRACT 2 � �-� � DRAINAGE EASEMENT � F`� �� \ 5.4396 ACRES o����o � 236,948 SQ. FT. � � s�� ��'O,p�y�'�A �,�°F �s \ \ O� ��� �5/8" IRFC � �� (c.M.) � � v TRACT 5 FW 820, LLC (INST. NO. D222014220) CMF "TESCO" I LEGEND � J 5/8" IRF (C.M.) 1 /2" IRFC "BRITTAIN & CRAWFORD" 0 = CENTRAL ANGLE P.O.C. = POINT OF COMMENCING P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND CMF = CONCRETE MONUMENT FOUND N � J L13 P.O.B. � � ■ � � MATCH LINE (SEE SHEET 5) �^ LOT 1, BLOCK 3 v MAJESTIC SILVER CREEK ADDITION (INST. NO. D223093603) TRACT 3 FW 820, LLC (INST. NO. D222014220) LOT 4, BLOCK 3 MAJESTIC SILVER CREEK ADDITION (INST. NO. D223093603) TRACT 3 FW 820, LLC (INST. NO. D222014220) SILVER CREEK ROAD COUNTY ROAD NO. 1031 (VARIABLE WIDTH RIGHT-OF-WAY) ANTHONY 8. CONNOR SURVEY, ABSTRACT NO. 306 H.T. BOYDSTON SURVEY, ABSTRACT NO. 170 NORTH � 50 100 GRAPHIC SCALE IN FEET EXHIBIT "A" DRAINAGE EASEMENT ANTHONY B. CONNER SURVEY, ABSTRACT NO. 306 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS LOT 1, BLOCK 1 WHITE SETTLEMENT HIGH SCHOOL CAB. A, SL. 9928 CURVE TABLE NO. DELTA RADIUS LENGTH CHORC C1 0°32'30" 5954.58' 56.29' S29° C2 1°52'28" 5974.58' 195.47' N28' C3 73°15'18" 145.66' 186.23' S31' C4 36°20'13" 600.00' 380.52' N39' LINE TABLE NO. BEARING LENGTH L1 N60°52'08"W 20.00' L2 S28°12'57"W 32.72' L3 N64°37'58"W 64.76' L4 N00°03'06"E 44.86' L5 S89°56'54"E 246.76' L6 S28°37'36"E 22.04' L6 N00°21'55"W 391.12' L7 N31 ° 18'40"E 71.25' L8 N21 °30'40"E 479.12' L9 S33°57'45"E 128.58' L10 S32°05'34"W 113.42' L11 S22°33'12"W 664.73' L12 S00°03'06"W 369.99' L13 N89°44'49"W 205.42' LOT MAJE; CREE (INST. N( F (INST. I TRA� DRAIN, EASEM 5.4396 AC 236,948 SQ � �� � � i i MATCH LINE (SEE SHEET 4) LEGEND 0 = CENTRAL ANGLE P.O.C. = POINT OF COMMENCING P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET IRFC = IRON ROD W/CAP FOUND CMF = CONCRETE MONUMENT FOUND NORTH � 50 100 GRAPHIC SCALE IN FEET EXHIBIT "A" DRAINAGE EASEMENT ANTHONY B. CONNER SURVEY, ABSTRACT NO. 306 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN �L �� � ------------ � , � �� ; � �1 � �, �� 'I � ,� �I� �� U ,�- _ �I g � � li �^' y m �' I I P"F ^ � �"e � ��� � �� � �i: � , --- ' I 1 ' O 1 wDr � � � I� Nu ' I 1 �i I ��`` � I ` � � I ` � � ` J, rn � 2 � � 00 � Fa en �8 �,�� \��, , iNrF�S�ArF p `_ �� \ \ �i <pp 8?O, : ` ` . � . -. � .,, o� ��;�=ag zz e� .�a �a �s� e�� m0 �Q� � = SILVER CREEK o$'' � �mley>>>Horn N� OVERALL GRADING PLAN BUILDING 4& 5 m=S�w �; o � ao,� e,o� p m CIN OF FORT WORTH "� � TARRANTCOUNT',TE%AS . �'� iexns�cishxenervcir�Ewnwcrimnr.ne � � ; -.^ I � n F& 61 I,v�n ����Io�R I I^�s ���"�� � � ����� ----- �J� k� �:'-��---_--- _ �, ;�.�� b;a,�; � ����m�; �, �;� �yI Y 1 'p�el �I II II I II II I I I� I� I I I I� I� I� I ^ � i� os �o=� - �_: �� o�s: zg��;�`s �� ,�$,� �g��o°£ iF _cTo °j2wg; 9 �na� ygo`m"omi : �=�g s�'�o"� om�o =Y�i§i y °�3a o"° ay "�tpa? _ � :€�ma€ g ���� ogd�3i � n@�� ��9ogl �^ _' Ei H ��� ������ _ v � yg���r o � � onh 9� • �" F 3� Ei o � 4 c �9 „` a y � o xa = � �` �� � � � � g` w� � E g � �f g � � n � a 0 0 � " � � ` o b � 8 � 5 � P � £ 9 0 � � � i e � , � ` �on�n a� m ��S �$�P� �� Z �a� 3�'�� g� � � E�°a� Sfr z '°�g '3Zs �°: O P;� ����" g� m g o 3t�g� C� m 23Q N���� "3 3°� ��"e� � :§� �g3�"y 2 � n �y � �R� °ns � R�F "o �"o F� � �'° � �� 3� � °o �` �d 8� � 36 2 ° s �g �� � �o £ �� w� � �$ y �� � �� C 8 w go £ N p� 9 � o i� I �b��f�� �i �� m a ��$�.�aoQ m aaa�aa�r��aa� e r��=e arz � �a�� a � £�m ���_� " " 8 m om X 2 W � � oa;m ;��°c' o= osg�� z p� � ee�� � �:6�� �i9 g66�� 9q;9 =� a�° �w�[ i�� �°�[ �A"- ;��§�[ `ttle:� r. 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General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT $ Rev. 11 /17/2016 , v�,��� ;,,,�,�,,,;,r,,,, "Blanketing Nature With Nature" To Whom it May Concern: Standard Material Certificatation for Conformance and Delivery - Excel PP5-8T"' This document has been drafted to certify Western Excelsior manufactures the Rolled Erosion Control Product (RECP) marketed as Excel PP5-8. Each blanket is subjected to Western Excelsior's Quality Assurance Program and is manufactured to the specifications listed in document number WE_EXCEL_PP58_SPEC. Further, Western Excelsior utilizes industry standardized test procedures to develop performance references for Excel PP5-8. Document number WE_EXCEL_PP58_PERF presents the industry standardized testing and results. Installation instructions are provided in document numbers WE_EXCEL_PP58_SII and WE_EXCEL_PP58_CII for hillslope and channel installations, respectively. A copy of document number WE_EXCEL_PP58_SPEC is attached; all other documentation may be obtained by calling Western Excelsior Technical Services at 1-866-540-9810, at www.westernexcelsior.com or by email at wexcotech@westernexcelsior.com. Since most Western Excelsior products are sold to distributors and stocked, Western Excelsior is typically unable to certify material type or quantity delivered to the project/project site. However, space is provided below for distributor/contractor certification of materials delivered to the project/ project site. Regards, � . � . Chad M. Lipscomb, PE (CO), CPESC Director, Technical Services Western Excelsior Corporation chad@westernexcelsior.com 866-540-9810 Standard Material Delivery Certification Material Provided by (Distributor/Contractor): Material Provided to (Contractor/Project): Project Name / Project Number: Rolls/Square Yards Provided: Specification #: Signature: Date: Title: ������ ;�,�������;,r�,,� "Blanketing Nature With Nature" Effective: 6/27/201 7 RE: Certificate of Conformance: Excel Pp5-gT"' To Whom it May Concern: Chad Lipscomb, PE (CO), CPESC Director, Technical Services Western Excelsior Corporation 4609 E. Boonville-New Harmony Rd. Evansville, IN 47725 (970) 682-4594 Direct (Voice/Text) chad@westernexcelsior.com This letter is to certify that Western Excelsior manufactures the Rolled Erosion Control Product (RECP) marketed as EXCEL PP5-8. Each blanket is subjected to Western Excelsior's Quality Assurance Program and is manufactured to the specifications listed in document number WE_ EXCEL_PP58_SPEC. Further, Western Excelsior utilizes industry standardized test procedures to develop performance references for Excel PP5-8. Document number WE_EXCEL_PP58_PERF presents the industry standardized testing and results. Installation instructions are provided in document numbers WE_EXCEL_PP58_SII and WE_EXCEL_PP58_CII for hillslope and channel installations, respectively. A copy of document number WE_EXCEL_PP58_SPEC is attached; all other documentation may be obtained by calling Western Excelsior Technical Services at 1-866- 540-9810, at www.westernexcelsior.com or by email at wexcotech@westernexcelsior.com. Regards, . r'� , Chad M. Lipscomb, PE (CO), CPESC Director, Technical Services Western Excelsior Corporation Western Excelsior manufactures a full line of Rolled Erosion Control Products (RECPs). Excel PP5-8 Turf Reinforcement Mat (TRM) is composed of 100% synthetic components. A matrix of green synthetic fibers is mechanically (stitch) bound between two UV stabilized, heavy duty synthetic nets. Stitching is secured on two inch centers using UV stabilized, heavy duty polypropylene thread. Excel PP5-S is a permanent, three-dimensional TRM that provides immediate erosion protection and long term turf reinforcement and is intended for slope or channel applications requiring erosion protection for greater than thirty-six months. Each roll of EXCEL PP5-8 is made in the USA and manufactured under Western Excelsior's Quality Assurance Program to ensure a continuous distribution of fibers and consistent thickness. Typical manufactured properites are provided in Table 1 and product characteristics are provided in Table 2 Table 1- Specified Expected Values Tested Property Test Method Value Tensile Strength (MD) x(TD) ASTM D681 8 25.0 Ib/in (4.4 kN/m) x 18.0 Ib/in (3.2 kN/m) Elongation (MD) x(TD) ASTM D681 8 25 % x 35 % Mass Per Unit Area ASTM D6566 8.0 oz/yd^2 (271 g/m�2) Thickness ASTM D6525 0.34 in (9 mm) Light Penetration ASTM D6567 35 % open Water Absorption ASTM D1 1 1 7 N/A % Resiliency ASTM D 6524 89 % Porosity Computed 97 % UV Stability ASTM D 4355 80% (1000 hr) % Table 2 - Netting Top Net Type Synthetic, UV Stable Bottom Net Type Synthetic, UV Stable Top Net Opening Dimensions OJ in (1 7 mm) x 0.7 in (1 7 mm) Bottom Net Opening Dimensions 0.7 in (1 7 mm) x 0.7 in (1 7 mm) Excel PP5-8 is available in multiple roll sizes ranging in width from 8.0 ft to 16.0 ft. and 1 12.5 ft to 600 ft in length. Standard roll sizes are 100 square yards, measuring 8.0 ft wide by 1 12.5 ft long. Custom roll sizes are available upon request. The information contained herein may represent product index data, performance ratings, bench scale testing or other material utility quantifications. Each representation may have unique utility and limitations. Every effort has been made to ensure accuracy, however, no warranty is claimed and no liability shall be assumed by Western Excelsior Corporation (WEC) or ics affiliates regarding the completeness, accuracy or fitness of these values for any particular application or interpretation. While testing methods are provided for reference, values shown may be derived from interpolation or adjustment to be representative of intended use. For further information, please feel free to contact WEC. Document # WE_EXCEL_PP58_SPEC I 866-540-981 0/ wexcotech@westernexcelsior.com � Updated 6/27/201 7 �"�''�. ; E�'1'C+ I ECA ��ih�r�a Specifications � �. R�es�u� It�s A variety of test methods are utilized to determine performance and conformance values for Rolled Erosion Control Products (RECPs). Information within this document is presented to provide conformance values and recommended design values. Test results obtained for the Excel PP5-8 Turf Reinforcement Mat (TRM) and general design values are presented in Tables 1-4. For specific information detailing testing protocols, results and application of design values, refer to document number WE_EXCEL_PERF_GEN. Table 1- Bench Scale Testing / NTPEP Table 3- Recommended Design Values''` est Method Condition Result 2 in per hour 3.32 STM D7101 Bench Scale 4 in per hour 3.81 Rainfall and Rainsplash Test 6 in per hour 6.63 STM D7207 Bench Scale Z.� psf (102 PA) 0.5 in (12 Shear Resistance Test mm) STM D7322 Bench Scale Top Soil, Fescue, 21 egetation Establishment Day Incubation 599 � est NTPEP Report Number ECP-201 6-03-01 1 Table 2- Texas Transportation Institute (TTI) Results Class Test Condition Result A < 3H:1 Clay Slope Test N/A B < 3H:1 Sand Slope Test Approved C > 3H:1 Clay Slope Test N/A D > 3H:1 Sand Slope Test N/A E 2 psf Partially Vegetated Channel Test Approved F 4 psf Partially Vegetated Channel Test Approved G 6 psf Partially Vegetated Channel Test Approved H 8 psf Partially Vegetated Channel Test Approved Design Value Unvegetated Vegetated ypical RUSLE Cover Factor 0.1 5 N/A (C Factor)-� Maximum Slope Gradient ZH : 1 V N/A (RUSLE) Max Allowable Velocity (0.5 in 6.0 ft/s 1 2.0 ft/s (12mm) soil loss)�`�`* (1.8 m/s) (3.7 m/s) Max Allowable Shear Stress 1.5 psf 8.0 psf (0.5 in (12mm) soil loss)*"�'` (72 PA) (383 PA) CFveg�CFTRM N/A 0.45 ==C Factor value compliant with ASTM D6459. """ Shear Stress and Velocity values compliant with ASTM D6460. Table 4- HEC-1 5 Resistance to Flow Values Design Value Unvegetated Manning'S n @ TdU lower (0.4 psf (1 8 PA)) 0.031 Manning's n @ Tau m�d (0.8 psf (36 PA)) 0.030 Manning's n @ Tau upper 0.029 (1 .5 psf (72 PA)) `Recommended Design Values are based on resuhs of standardized industry full-scale testing and may not be applicable for all field conditions. For most accurate computation of field performance, consult Excel Erosion Design (EED) at www.westernexcelsior.com. The information contained herein may represent product index data, performance ratings, bench scale testing or other material utility quantifications. Each representation may have unique utility and limitations. 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'P ° w �� °' � ^ � � ^' ro O '�' o. �� i a 00 •- co Orei Uo� C� X r 'r� X � G G �� ' � w � a r �+ � r A�^. � i`� 0 � y �� � � �' x x x x x x x �- �i i /� "c �] � ��� 0 � � r ^ � � r �n � o, `�,° � � ; � � _ � �% _ x x x x x x x �- "�j C/� � n C � � r � G�. � � �: � � h � � � � O j � � �� X X X X X X �� h �. � C L�7\ � A� n �� _ � � � � r p„ y x x x x x x x �-�- O., _� o v, yq � w y � � s �( r I '� � � r !� � O. � i V � w A� ' � .7 O m'"` `{ r � I e r � � r � b n � o t Y � /� r � 11 - � S h � h X X X JE-� � jn � � �� S >E � �, !f � Ma � �� N h fll X X X � J� ri � St I t� X X J� � � > � 1 O � � I T X X X � :E� * � :E� w h h 1 u - — 1 3 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowin Remove Trash and debris Inspect irrigation system operation Remove grass cli in s Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in ond Amount of silt in flume Amount of ponded water Amount of wetland ve etation Location of Erosion Percent of ve etation Condition of trash uard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater ualit Structure Structure type and Condition Condition of Ri -Ra Condition of filtration s stem STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11 /17/2016 Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT � O Rev. 11 /17/2016